d. Drainage Area of 25 or More but Less Than 100 Acres
Developments within flood hazard soil locations involving 25 acres or more of drainage area but less than 100 acres of drainage area shall be subject to the following requirements:
(1) Natural Conditions . Certification is required in accordance with c. Drainage Area of 5 or More but Less Than 25 Acres, (1) Natural Conditions above.
(2) Modified Conditions. Encroachments into a flood hazard soils area must be designed and certified by an appropriate design professional. The design must be based upon the establishment of a temporary or permanent benchmark and an analysis of the effects of the proposed encroachment to establish a base flood elevation or depth of flow; using Manning’s Equation, field surveyed cross -sections including channel slope, Wake County Topographic Maps, and where appropriate use of Culvert Headwater Charts. No benchmarks are required when establishing a depth of flow. A minimum of two (2) vertical feet must be added to the calculated base flood elevation or depth of flow to provide a factor of safety due to the potential backwater effects of the encroachment. The analysis must conclude that no existing or proposed structures, or offsite properties will be inundated by the base flood. As-built certification of compliance with the construction drawings must be provided prior to receiving a footing inspection from the Town of Fuquay-Varina Inspections Department on any structures on any lots involved in the analysis. The as-built certification with the construction drawings is in addition to any elevation certifications which may be required for the structures.
e. Drainage Area of 100 Acres or More
Developments within flood hazard soil locations involving 100 acres or more of drainage area shall be subject to the following requirements:
(1) Natural Conditions . Certification is required in accordance with c. Drainage Area of 5 or More but Less Than 25 Acres, (1) Natural Conditions above.
(2) Modified Conditions. Encroachments into a flood hazard soils area must be designed and certified by an appropriate design professional. The design must be based upon the establishment of a temporary or permanent benchmark based on National Geodetic Vertical Datum and an analysis of the effects of the proposed encroachment to establish a base flood elevation; using Manning’s Equation, the Standard Step Method to analyze backwater effect, field surveyed cross-sections including channel slope, and where appropriate, use of Culvert Headwater Charts. The analysis must conclude that no existing or proposed
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